PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/24/14 EST. NO.33 TIME 09:31 AM R.E. NAME: CHANGIZI, DAVE 04-264134 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 039 0042-2 1,742.03 E.W. @ F.A.(+) 091012 N 0275.0 DAO CORRECTING ENTRY 0042-3 -1,742.03 091012 N 0275.0 DAO CORRECTING ENTRY 0.00 TOTAL THIS ESTIMATE 9,679,946.30 TOTAL PREVIOUS ESTIMATE 9,679,946.30 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/24/14 EST. NO.33 TIME 09:31 AM R.E. NAME: CHANGIZI, DAVE 04-264134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING DOCUMENTS -10,000.00 08 FAILED MATERIAL TEST -1,000.00 09 MISSING DOCUMENTS 10,000.00 09 FAILED GRADATION AS4 -1,000.00 18 FAILED GRADATION AS4 -1,000.00 18 LATE CLOSURE OPENING -3,900.00 23 LATE CLOSURE OPENING 3,900.00 24 0.00 -3,000.00 LABOR COMPLIANCE VIOLATION LABOR COMP VIOLATION -10,000.00 05 DLQNT PRIME CERT PRS -10,000.00 08 DLQNT PRIME CERT PRS 10,000.00 09 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 LOCATION RERUN PROGRESS ESTIMATE 04-NAP-12-0.2/3.2 ----------------------- TROY SIMNING IN NAPA COUNTY NEAR NAPA FROM ROUTE GHILOTTI BROTHERS, INC. 29 TO 0.1 MILE WEST OF SOLANO 525 JACOBY STREET COUNTY LINE SAN RAFAEL, CA 94901 FED. AID NO. ACST-P012(106)E ,P-P012(106)E WIDEN HWY AND CONSTRUCT RET WALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD WDAY 1,500.0000 330,000.00 326.000 489,000 003 TEMPORARY REINFORCED SILT FENCE LF 7.0000 55,300.00 8,290.000 58,030 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 60,200.00 24,583.000 49,166 005 TEMPORARY CREEK DIVERSION SYSTEM LS 1.0000 1.00 0.000 0 (LOCATION 1) 006 TEMPORARY CREEK DIVERSION SYSTEM LS 1.0000 1.00 0.000 0 (LOCATION 2) 007 TEMPORARY CREEK DIVERSION SYSTEM LS 1.0000 1.00 0.000 0 (LOCATION 3) 008 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 009 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 010 TEMPORARY FIBER ROLL LF 5.0000 4,050.00 23,251.400 116,257 011 TEMPORARY SILT FENCE LF 2.7500 116,325.00 24,533.000 67,465 012 TEMPORARY GRAVEL BAG BERM LF 10.0000 4,600.00 2,896.500 28,965 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 17,500.00 11.000 38,500 014 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 77,500.00 35.000 87,500 015 TEMPORARY COVER SQYD 4.5000 27,000.00 8,273.500 37,230 016 TEMPORARY CHECK DAM LF 8.0000 22,560.00 2,586.000 20,688 017 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 36,000.00 207.000 62,100 018 STREET SWEEPING LS 25,000.0000 25,000.00 1.000 25,000 019 RAIN EVENT ACTION PLAN EA 500.0000 32,000.00 43.000 21,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 2.000 4,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 11,200.00 18.000 6,300 022 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 PROGRAM CAS145 PAGE 2 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 024 TYPE III BARRICADE EA 75.0000 10,500.00 52.000 3,900 025 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 3,820.00 2,616.000 5,232 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 36,050.00 204,469.500 71,564 027 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 44,100.00 901.000 27,030 028 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 400.00 8.000 400 (LEFT IN PLACE) 029 TEMPORARY PAVEMENT MARKER EA 2.6000 8,008.00 3,454.000 8,980 030 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 1.000 5,000 031 TEMPORARY RAILING (TYPE K) LF 5.5000 201,300.00 46,880.000 257,840 032 TEMPORARY CRASH CUSHION MODULE EA 125.0000 17,500.00 10.000 1,250 033 TEMPORARY IN-LINE CRASH CUSHION EA 2,500.0000 92,500.00 55.000 137,500 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9000 17,190.00 31,220.000 28,098 STRIPE (HAZARDOUS WASTE) 035 ABANDON CULVERT LF 30.0000 1,650.00 267.000 8,010 036 ABANDON PIPELINE LF 6.0000 20,820.00 2,930.000 17,580 037 REMOVE FENCE LF 2.0000 23,600.00 12,435.000 24,870 038 REMOVE GATE EA 500.0000 500.00 4.000 2,000 039 REMOVE METAL BEAM GUARD RAILING LF 8.0000 7,840.00 966.000 7,728 040 REMOVE FLARED END SECTION EA 215.0000 4,300.00 20.000 4,300 041 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 10,350.00 44,850.000 13,455 042 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,050.00 696.000 3,480 043 REMOVE PAVEMENT MARKER EA 1.0000 1,630.00 7,411.000 7,411 044 REMOVE ROADSIDE SIGN EA 100.0000 700.00 4.000 400 045 REMOVE UNDERDRAIN LF 10.0000 13,400.00 1,340.000 13,400 046 REMOVE CULVERT LF 15.0000 48,300.00 3,156.000 47,340 047 REMOVE PIPE LF 8.0000 6,480.00 1,055.000 8,440 048 REMOVE INLET EA 500.0000 11,000.00 25.000 12,500 049 REMOVE HEADWALL EA 2,200.0000 11,000.00 9.000 19,800 PROGRAM CAS145 PAGE 3 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE WINGWALL EA 2,500.0000 7,500.00 6.000 15,000 051 REMOVE CONCRETE PAVEMENT CY 75.0000 9,750.00 112.230 8,417 052 REMOVE BASE AND SURFACING CY 10.0000 14,600.00 1,460.000 14,600 053 SALVAGE FENCE LF 3.0000 10,080.00 3,360.000 10,080 054 RECONSTRUCT FENCE LF 20.0000 1,640.00 82.000 1,640 055 RELOCATE MAILBOX EA 150.0000 300.00 4.000 600 056 RELOCATE GATE EA 1,000.0000 5,000.00 4.000 4,000 057 RELOCATE ROADSIDE SIGN EA 250.0000 3,000.00 11.000 2,750 058 PLASTIC PIPE LINER LF 155.0000 20,150.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.7500 63,600.00 105,627.920 79,220 060 CAP INLET EA 1,500.0000 1,500.00 1.000 1,500 061 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000 062 ROADWAY EXCAVATION CY 8.0000 1,032,000.00 127,147.000 1,017,176 063 ROADWAY EXCAVATION (REMOVE ASBESTOS CY 105.0000 73,290.00 698.000 73,290 (F) CEMENT PIPE) 064 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 065 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 26.0000 31,590.00 1,215.000 31,590 (F) 067 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 85,250.00 3,410.000 85,250 (F) 068 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 19,400.00 970.000 19,400 (F) 069 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 55.0000 6,600.00 120.000 6,600 (F) 070 SAND BACKFILL CY 150.0000 4,950.00 33.000 4,950 071 DITCH EXCAVATION CY 14.0000 39,480.00 3,371.000 47,194 072 SOIL NAIL ASSEMBLY LF 19.0000 469,775.00 22,755.970 432,363 073 IMPORTED MATERIAL (SHOULDER BACKING) TON 27.0000 19,980.00 459.180 12,397 074 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 5.0000 1,235.00 675.000 3,375 075 HIGHWAY PLANTING LS 22,000.0000 22,000.00 1.000 22,000 076 IMPORTED BIOFILTRATION TOPSOIL CY 80.0000 52,000.00 793.230 63,458 PROGRAM CAS145 PAGE 4 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (COMPOST BLANKET) CY 45.0000 40,500.00 733.000 32,985 078 FIBER ROLLS LF 2.5000 71,250.00 28,500.000 71,250 079 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 5.000 2,500 080 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 49,920.00 801,504.000 48,090 081 ROLLED EROSION CONTROL PRODUCT SQFT 0.6500 61,295.00 90,643.000 58,917 (NETTING) 082 PLANT (GROUP M) EA 2.5000 9,500.00 3,800.000 9,500 083 PLANT (GROUP W) EA 15.0000 2,850.00 202.000 3,030 084 PLANT TUBES EA 150.0000 7,950.00 0.000 0 085 WILDFLOWER SEEDING (SQYD) SQYD 1.6000 1,920.00 0.000 0 086 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.080 1,120.00 0.776 10,864 087 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 088 IRRIGATION SLEEVE LF 10.0000 5,800.00 375.000 3,750 089 8" CORRUGATED HIGH DENSITY LF 25.0000 1,350.00 130.000 3,250 POLYETHYLENE PIPE CONDUIT 090 4" WELDED STEEL PIPE CONDUIT LF 55.0000 5,225.00 100.000 5,500 (.237" THICK) 091 8" WELDED STEEL PIPE CONDUIT LF 70.0000 25,900.00 200.000 14,000 (.250" THICK) 092 CLASS 4 AGGREGATE SUBBASE CY 10.0000 425,000.00 41,413.773 414,137 093 CLASS 3 AGGREGATE BASE CY 60.0000 73,800.00 1,182.640 70,958 094 LEAN CONCRETE BASE CY 105.0000 1,879,500.00 17,253.760 1,811,644 095 REPLACE ASPHALT CONCRETE SURFACING CY 265.0000 222,600.00 840.000 222,600 096 HOT MIX ASPHALT TON 77.0000 3,511,200.00 52,826.000 4,067,602 097 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 2,014,000.00 13,503.160 1,282,800 098 RUMBLE STRIP STA 45.0000 11,700.00 299.000 13,455 099 DATA CORE LS 3,500.0000 3,500.00 1.000 3,500 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 357.00 317.000 538 101 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 12,733.00 10,410.000 17,697 102 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 459.00 236.000 401 103 PLACE HOT MIX ASPHALT SQYD 200.0000 1,800.00 0.000 0 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 5 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TACK COAT TON 500.0000 25,500.00 151.630 75,815 105 CONCRETE PAVEMENT (WEIGH-IN-MOTION) CY 155.0000 69,750.00 450.000 69,750 106 GRIND CONCRETE PAVEMENT SQYD 18.0000 28,980.00 1,610.000 28,980 (WEIGH-IN-MOTION) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 420.0000 239,400.00 570.000 239,400 (F) 108 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 114,000.00 94.520 94,520 (F) 109 STRUCTURAL CONCRETE, HEADWALL CY 700.0000 93,100.00 112.070 78,449 (F) 110 MINOR CONCRETE (MINOR STRUCTURE) CY 870.0000 226,200.00 258.050 224,503 (F) 111 MINOR CONCRETE (BACKFILL) CY 250.0000 19,250.00 2,231.000 557,750 112 ARCHITECTURAL SURFACE (BARRIER) SQFT 15.0000 54,300.00 3,620.000 54,300 113 ARCHITECTURAL TREATMENT SQFT 2.7500 58,588.75 19,195.000 52,786 (F) (TEXTURED SHOTCRETE) 114 ARCHITECTURAL TREATMENT SQFT 14.0000 63,560.00 4,540.000 63,560 (F) (FORMED RELIEF TEXTURE) 115 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 52,777.60 65,972.000 52,777 (F) 116 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 1.7500 156,838.50 83,622.000 146,338 (F) 117 BAR REINFORCING STEEL (BOX CULVERT) LB 0.9000 21,982.50 21,177.000 19,059 (F) 118 BAR REINFORCING STEEL (HEADWALL) LB 1.0000 13,950.00 13,473.000 13,473 (F) 119 SHOTCRETE CY 300.0000 277,500.00 840.000 252,000 (F) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,950.00 130.000 1,950 (0.063"-UNFRAMED) 121 ROADSIDE SIGN - ONE POST EA 260.0000 5,460.00 21.000 5,460 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 150.00 1.000 150 METHOD) 123 PREPARE AND STAIN CONCRETE SQFT 1.5000 236,469.00 155,536.000 233,304 124 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 49.0000 394,450.00 7,137.500 349,737 125 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 75.0000 92,250.00 2,066.500 154,987 126 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 70.0000 152,600.00 1,910.000 133,700 127 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 90.0000 57,600.00 1,779.000 160,110 128 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 100.0000 52,000.00 597.000 59,700 129 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 200.0000 102,000.00 510.000 102,000 130 42" ALTERNATIVE PIPE CULVERT (TYPE B) LF 110.0000 16,500.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 48" ALTERNATIVE PIPE CULVERT (TYPE B) LF 150.0000 66,000.00 524.000 78,600 132 1" PLASTIC PIPE LF 2.0000 40.00 20.000 40 133 2" PLASTIC PIPE LF 2.2500 135.00 40.000 90 134 3" PLASTIC PIPE LF 3.5000 420.00 78.000 273 135 4" PLASTIC PIPE LF 40.0000 800.00 20.000 800 136 35" X 24" CORRUGATED STEEL PIPE ARCH LF 250.0000 23,000.00 91.000 22,750 (.109" THICK) 137 71" X 47" CORRUGATED STEEL PIPE ARCH LF 1,200.0000 3,600.00 3.000 3,600 (.109" THICK) 138 35" X 24" STEEL SPIRAL RIB PIPE ARCH LF 125.0000 32,500.00 0.000 0 (.109" THICK) 139 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 149,400.00 9,960.000 149,400 140 8" NON-PERFORATED PLASTIC PIPE LF 15.0000 3,750.00 276.000 4,140 UNDERDRAIN 141 DRAINAGE INLET MARKER EA 50.0000 6,000.00 104.000 5,200 142 36" CORRUGATED STEEL PIPE RISER LF 400.0000 9,600.00 27.000 10,800 (.109" THICK) 143 12" WELDED STEEL PIPE (.105" THICK) LF 140.0000 19,600.00 176.000 24,640 144 12" ALTERNATIVE FLARED END SECTION EA 150.0000 150.00 1.000 150 145 18" ALTERNATIVE FLARED END SECTION EA 185.0000 4,995.00 29.000 5,365 146 24" ALTERNATIVE FLARED END SECTION EA 215.0000 3,655.00 23.000 4,945 147 30" ALTERNATIVE FLARED END SECTION EA 650.0000 1,950.00 2.000 1,300 148 36" ALTERNATIVE FLARED END SECTION EA 700.0000 3,500.00 7.000 4,900 149 48" ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200 150 2" PVC WATER PIPE (WATER SYSTEM) LF 40.0000 13,200.00 979.000 39,160 151 6" PVC WATER PIPE (WATER SYSTEM) LF 44.0000 12,760.00 0.000 0 152 8" PVC WATER PIPE (WATER SYSTEM) LF 45.0000 135,000.00 3,224.780 145,115 153 1" GALVANIZED STEEL WATER PIPE LF 28.0000 12,600.00 0.000 0 (WATER SYSTEM) 154 4" WELDED STEEL PIPE CONDUIT LF 30.0000 6,300.00 0.000 0 (0.500" THICK) (WATER SYSTEM) 155 30" JACKED WELDED STEEL PIPE CONDUIT LF 750.0000 75,000.00 100.000 75,000 (.312" THICK) (WATER SYSTEM) 156 6" BUTTERFLY VALVE (WATER SYSTEM) EA 1,750.0000 3,500.00 2.000 3,500 157 8" BUTTERFLY VALVE (WATER SYSTEM) EA 1,800.0000 10,800.00 6.000 10,800 PROGRAM CAS145 PAGE 7 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 1" AIR RELEASE VALVE (WATER SYSTEM) EA 950.0000 5,700.00 6.000 5,700 159 2" BLOW OFF ASSEMBLY (WATER SYSTEM) EA 2,200.0000 13,200.00 6.000 13,200 160 RELOCATE WATER FILTRATION SYSTEM LS 12,000.0000 12,000.00 1.000 12,000 161 MINOR CONCRETE (PIPE PROTECTION) CY 290.0000 2,030.00 7.000 2,030 (F) 162 ROCK SLOPE PROTECTION CY 100.0000 24,000.00 241.890 24,189 (1/2 TON, METHOD A) 163 ROCK SLOPE PROTECTION CY 115.0000 29,900.00 233.860 26,893 (1/4 TON, METHOD A) 164 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 135.0000 81,000.00 403.000 54,405 165 ROCK SLOPE PROTECTION CY 175.0000 2,975.00 18.350 3,211 (BACKING NO. 3, METHOD A) 166 GABION CY 170.0000 136,000.00 0.000 0 167 MINOR CONCRETE (DITCH LINING) CY 350.0000 94,500.00 376.500 131,775 168 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 9,040.00 1,678.940 6,715 169 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 4,800.00 4.000 4,800 CONSTRUCTION) 170 MINOR CONCRETE (GUTTER DEPRESSION) CY 300.0000 13,800.00 44.500 13,350 171 MINOR CONCRETE (GUTTER) LF 18.0000 21,960.00 1,220.000 21,960 (F) 172 MISCELLANEOUS IRON AND STEEL LB 1.2500 38,741.25 34,611.000 43,263 (F) 173 WATER QUALITY WEIR EA 4,000.0000 12,000.00 3.000 12,000 174 FENCE (TYPE BW, 6 STRAND, METAL POST) LF 20.0000 2,000.00 532.000 10,640 175 FENCE (TYPE WM) LF 11.0000 13,530.00 1,234.000 13,574 176 FENCE (TYPE WM AND BW) LF 6.5000 80,600.00 12,400.000 80,600 177 FENCE (TYPE WM AND BW, MODIFIED) LF 12.5000 41,875.00 4,255.000 53,187 178 VINYL FENCE LF 29.0000 10,730.00 415.000 12,035 179 16' WIRE MESH GATE EA 1,800.0000 3,600.00 0.000 0 180 DOUBLE 12' METAL GATE EA 3,200.0000 6,400.00 1.000 3,200 181 16' METAL GATE EA 3,800.0000 15,200.00 5.000 19,000 182 DELINEATOR (CLASS 1) EA 45.0000 1,980.00 50.000 2,250 183 GUARD RAILING DELINEATOR EA 25.0000 750.00 30.000 750 184 OBJECT MARKER (TYPE L-1) EA 50.0000 750.00 15.000 750 PROGRAM CAS145 PAGE 8 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 METAL BEAM GUARD RAILING (WOOD POST) LF 26.0000 25,740.00 950.500 24,713 186 VEGETATION CONTROL (MINOR CONCRETE) SQYD 42.0000 42,840.00 1,020.000 42,840 187 WILDLIFE PASSAGE WAY (TYPE S) EA 120.0000 360.00 3.000 360 188 WILDLIFE PASSAGE WAY (TYPE S MODIFIED) EA 165.0000 3,300.00 20.000 3,300 189 WILDLIFE PASSAGE WAY (TYPE M MODIFIED) EA 1,400.0000 14,000.00 10.000 14,000 190 CONCRETE BARRIER (TYPE K) LF 30.0000 4,200.00 0.000 0 191 TUBULAR HANDRAILING (MODIFIED) LF 40.0000 36,680.00 917.000 36,680 (F) 192 CABLE RAILING LF 19.0000 29,279.00 1,460.000 27,740 (F) 193 TRANSITION RAILING (TYPE WB) EA 3,300.0000 13,200.00 4.000 13,200 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 7,150.00 10.000 6,500 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 5,600.00 2.000 5,600 196 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 24,700.00 14.000 26,600 197 CRASH CUSHION (ADIEM) EA 18,000.0000 90,000.00 3.000 54,000 198 CONCRETE BARRIER (TYPE 60) LF 40.0000 90,000.00 2,243.000 89,720 199 CONCRETE BARRIER (TYPE 60C) LF 80.0000 872,000.00 10,696.000 855,680 200 CONCRETE BARRIER (TYPE 60G) LF 110.0000 19,800.00 0.000 0 201 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 200.0000 169,000.00 845.000 169,000 (F) 202 CONCRETE BARRIER (TYPE 732A) LF 115.0000 105,455.00 917.000 105,455 (F) 203 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 17,820.00 39,600.000 17,820 204 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 14,905.00 27,100.000 14,905 205 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,381.00 4,680.000 3,276 206 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 110.00 200.000 110 (BROKEN 8-4) 207 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 350.00 500.000 350 (BROKEN 12-3) 208 THERMOPLASTIC PAVEMENT MARKING SQFT 4.4000 10,428.00 2,310.000 10,164 209 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 5,680.00 28,400.000 5,680 (SPRAYABLE) 210 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 1,030.00 623.000 62 211 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.7000 702.00 192.000 518 PROGRAM CAS145 PAGE 9 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 4,998.00 2,524.000 5,300 213 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 7,315.00 2,090.000 7,315 214 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 215 TRAFFIC OPERATIONS SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 216 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 1.000 75,000 217 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 1.000 140,000 218 SIGNAL AND LIGHTING (LOCATION 3) LS 15,000.0000 15,000.00 1.000 15,000 219 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 150,000.0000 150,000.00 1.000 150,000 220 HIGHWAY LIGHTING LS 20,000.0000 20,000.00 1.000 20,000 221 HIGHWAY ADVISORY RADIO SYSTEM EA 35,000.0000 35,000.00 1.000 35,000 222 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 223 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000 (STAGE CONSTRUCTION) 224 INTEGRATED CAMERA UNIT EA 3,000.0000 9,000.00 3.000 9,000 225 CAMERA CONTROL UNIT EA 3,000.0000 9,000.00 3.000 9,000 226 VIDEO ENCODER UNIT EA 3,000.0000 9,000.00 3.000 9,000 227 EXTINGUISHABLE MESSAGE SIGN PANEL EA 10,000.0000 40,000.00 4.000 40,000 228 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,500.0000 17,500.00 7.000 17,500 MODEM ASSEMBLY 229 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 230 WILDLIFE FENCE (TYPE E-FENCE) LF 15.0000 25,500.00 1,700.000 25,500 231 18" WELDED STEEL PIPE CONDUIT LF 130.0000 6,500.00 0.000 0 (0.500" THICK) (WATER SYSTEM) 232 WATER QUALITY MONITORING REPORT EA 1.0000 12.00 0.000 0 233 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1.0000 80.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 10/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264134 TIME 09:31 AM ESTIMATE NO. 33 BID OPENING 12/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: CHANGIZI, DAVE DATE OF THIS ESTIMATE 10/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,120.00 19,046,735.04 ADJUSTMENT OF COMPENSATION 0.00 6,470,930.06 EXTRA WORK 0.00 3,209,016.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,120.00 28,726,681.34 234 MOBILIZATION LS 1,378,000.0000 1,378,000.00 1.000 1,378,000 ORIGINAL CONTRACT AMOUNT 19,925,242.60 TOTAL WORK COMPLETED 1,120.00 30,104,681.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,000.00 TOTAL 1,120.00 30,091,681.34 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/17/12 470 02/06/12 04/11/12 01/13/15 173 0 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY CHANGIZI, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/14